Halfen Brickwork Support Fm 18-E

Total Page:16

File Type:pdf, Size:1020Kb

Halfen Brickwork Support Fm 18-E HALFEN BRICKWORK SUPPORT FM 18-E FAÇADE NEW! • The Brickwork Support Bracket 5.0 • HK5 - with increased load capacities and reduced thermal heat transfer HALFEN SUPPORT BRACKETS Contents Introduction 4–6 - Brickwork support 4–5 - Thermal bridges 6 HALFEN Support brackets 7–26 - Sample applications 7–9 - Single support brackets HK5 - U, HK5 - W 10–11 - Angle support brackets HK5 - F 12–13 - Suspension loops HSL 14–15 - Angle support brackets HK5 - P 16 - Bolt-on angles KW and KWL 17 - Support angles HW 18–19 - Single support brackets for precast lintels HK5 - S 20 - HTA-ES and FSW for precast lintels 21 - Grout-in brackets KM 22 - Parapet support brackets HAV 23 - Cavity-ties HEA and LSA 24–26 HALFEN Fixing system 27–32 - Overview 27 - Fixing systems for concrete 28–31 - Cast-in channels HTA-CE 28 - HB-V Bonded anchors 29 - Injection systems HB-VMZ and HB-VMU Plus 29–30 - HB-BZ Bolt anchors 31 - HB-B Bolt anchors 31 - HK-DA anchoring to thin slabs 32 2 © 2018 HALFEN · FM 18-E · www.halfen.com HALFEN SUPPORT BRACKETS Contents Fixing systems for masonry - HALFEN HB-VMU Injection system for solid brick masonry 32 Wall connection systems 33-35 - Wall tie systems ML and BL 33–35 - Fire-wall connections 35 l Technical principles and tender text examples 36–43 - HK5 Support bracket calculation tables 36 - Accessories / Tender text examples 37 - Installation instructions 38 - Brickwork in accordance with DIN EN 1996 39 - Expansion joints 40 - Further HALFEN Façade fixing systems 41 - The HALFEN Product range 42 - Contact HALFEN Worldwide 43 © 2018 HALFEN · FM 18-E · www.halfen.com 3 HALFEN SUPPORT BRACKETS Introduction More than just a pretty face – an introduction to brick façades Facing bricks have excellent material characteristics and are therefore an outstanding solution for durable façade construction. They are maintenance free and weather resistant. With the broad selection available they offer numerous design possibillities and are suitable for different architectural styles. Used in the proven two-leaf construc- tion method they also provide optimal thermal and acoustic insulation. Based on many years of experience and with our focus on the increased require- ments on energy efficiency, HALFEN continues to develop and improve its brickwork façade support brackets. THE BRICKWORK SUPPORT BRACKET 5.0 NEW! HK5 – with increased load capacities and reduced thermal heat transfer The new 5.0 generation of brickwork In addition, the HALFEN HK5 Brickwork support anchors has significant advan- support brackets are now suitable for tages: With its slim structural design up to 14% higher loads. thermal bridging has again been The number of anchors and the time reduced by up to 27% in comparison required for installation can therefore with the already improved HK4 Thermo. be reduced. Additional measures for insulation, Façade construction becomes more for example, placing insulation strips economic with higher energy efficiency. between the wall and the brackets or similar insulation components are no longer necessary. Manufactured with in-house production control and CE marked according to DIN EN 845-1/ DIN EN 845-2 Quality management-system for production facilities according to DIN EN ISO 9001 www.dnvgl.com 4 © 2018 HALFEN · FM 18-E · www.halfen.com HALFEN Brickwork support brackets The advantages at a glance ALFEN products for façade HALFEN HK5 Brickwork support Hconstruction are a combination bracket of many years of experience with with increased load capacities and continuous innovation. reduced thermal heat transfer This ensures: top safety standards, fastest building progress and cost Our familiar quality effi cient high durability. • up to 350 mm cantilevers • ± 20 mm vertical adjustability • ± 15 mm horizontal adjustability New load range NEW! • up to14% increased load capacities • 4.0 kN instead of 3.5 kN • 8.0 kN instead of 7.0 kN New lean duplex material • 12.0 kN instead of 10.5 kN • stainless high-grade steel of corrosion resistance class (CRC) III Reduced thermal heat transfer • building authority approved • yield limit ≥ 400 N/mm² • the slim structural design improves allows the cross section to - values by up to 27% be reduced without reducing • an expert report confirms a reduced the load capacity influence to the heat transmission coefficient U [W/(m² K)] of a façade • no additional thermal insulation is Quality check system required • building authority approved bracket head • type tested brackets for up to 350 mm cantilevers HALFEN Brick ties • universal application • time saving, no bending of ties required • verified and building authority approved for numerous bricks and mortar combinations • approved for large gaps www.halfen.com/products/brickwork support systems © 2018 HALFEN · FM 18-E · www.halfen.com 5 HALFEN SUPPORT BRACKETS Thermal Bridges NEW! Thermal bridge loss coefficient (chi) for HK5 Brickwork supports b L0 Support sub-structure L Thermal insulation L a a L0 HK5 Section a - a Section b - b b Thermal-bridges in HK5 Single support brackets loss. The brick-cladding is supported by HK5 Brackets through the insulation layer to the main structure. These A brickwork façade is a durable construction with a pleasing brackets cause thermal heat bridges. With effective planning aesthetic appearance and low maintenance costs. Cavity wall our aim is to keep the thermal heat bridges as small as construction is a very reliable design method providing good possible. Using the thermal heat loss coefficient (chi) it is heat insulation, a good moisture barrier as well as being a possible to determine the exact effect of the HK5 Support good noise barrier. Of increased importance is thermal heat brackets on the heat transmission coefficient for the wall. Thermal conductivity – insulation / = 0.035 (W/mK) ; (chi) -value per bracket (W/K) Thermal insulation d [cm] 2468101214161820222426 4.0 - 130 0.087 0.080 HK5 - 8.0 - 130 0.114 0.108 12.0 - 130 0.128 0.123 4.0 - 150 0.074 0.077 0.055 HK5 - 8.0 - 150 0.098 0.110 0.083 12.0 - 150 0.110 0.125 0.096 4.0 - 170 0.066 0.063 0.041 0.028 HK5 - 8.0 - 170 0.082 0.083 0.058 0.040 12.0 - 170 0.094 0.098 0.069 0.045 4.0 - 190 0.066 0.062 0.039 0.028 0.022 HK5 - 8.0 - 190 0.082 0.081 0.055 0.038 0.031 12.0 - 190 0.093 0.096 0.065 0.044 0.035 4.0 - 210 0.065 0.062 0.038 0.027 0.022 0.018 HK5 - 8.0 - 210 0.081 0.081 0.053 0.035 0.030 0.026 12.0 - 210 0.093 0.095 0.064 0.042 0.034 0.029 4.0 - 230 0.066 0.064 0.041 0.029 0.024 0.021 0.018 HK5 - 8.0 - 230 0.081 0.081 0.053 0.036 0.029 0.025 0.021 12.0 - 230 0.094 0.097 0.065 0.043 0.033 0.028 0.025 4.0 - 250 0.066 0.063 0.041 0.029 0.024 0.021 0.018 0.016 HK5 - 8.0 - 250 0.081 0.081 0.063 0.035 0.028 0.024 0.022 0.019 12.0 - 250 0.094 0.097 0.065 0.043 0.033 0.028 0.025 0.022 4.0 - 270 0.067 0.064 0.041 0.029 0.024 0.021 0.018 0.016 0.014 HK5 - 8.0 - 270 0.081 0.082 0.053 0.035 0.028 0.024 0.021 0.019 0.017 12.0 - 270 0.094 0.096 0.065 0.043 0.033 0.028 0.025 0.022 0.020 4.0 - 290 0.067 0.064 0.041 0.029 0.024 0.021 0.018 0.016 0.015 0.013 HK5 - 8.0 - 290 0.081 0.082 0.053 0.035 0.028 0.024 0.021 0.019 0.017 0.016 12.0 - 290 0.097 0.100 0.070 0.047 0.038 0.032 0.028 0.026 0.023 0.021 4.0 - 310 0.067 0.064 0.041 0.030 0.025 0.022 0.019 0.017 0.015 0.014 0.012 HK5 - 8.0 - 310 0.081 0.081 0.053 0.036 0.029 0.025 0.022 0.019 0.017 0.016 0.014 12.0 - 310 0.097 0.100 0.070 0.048 0.038 0.033 0.029 0.026 0.023 0.021 0.019 4.0 - 330 0.073 0.071 0.049 0.037 0.031 0.027 0.024 0.022 0.020 0.018 0.017 0.015 HK5 - 8.0 - 330 0.087 0.088 0.061 0.043 0.036 0.031 0.027 0.025 0.022 0.021 0.019 0.017 12.0 - 330 0.097 0.100 0.070 0.047 0.038 0.033 0.028 0.025 0.023 0.021 0.020 0.018 4.0 - 350 0.072 0.070 0.049 0.036 0.031 0.027 0.024 0.022 0.020 0.018 0.017 0.016 0.014 HK5 - 8.0 - 350 0.086 0.087 0.060 0.043 0.036 0.029 0.027 0.024 0.022 0.020 0.019 0.018 0.016 12.0 - 350 0.095 0.098 0.069 0.046 0.037 0.031 0.026 0.025 0.023 0.021 0.019 0.018 0.017 Façade with core insulation 6 © 2018 HALFEN · FM 18-E · www.halfen.com HALFEN SUPPORT BRACKETS Sample Applications Applications HK5-U The universal standard for support in transverse joints is available in several types, see page 10–11 HK5-FV The standard type for support above window openings allows larger spacing behind the support brackets.
Recommended publications
  • Brick Masonry Brick
    Brick Masonry Brick • Brick is a basic building unit which is in the form of rectangular block in which length to breadth ratio is 2 but height can be different. • Normal size (nominal size) • 9''×4½" ×3" • Architectural size (Working size) • 81⅟16" x 4⁵⁄₁₆" x 21⅟16" • Brick Masonary The art of laying bricks in mortor in a proper systematic manner gives homogeneous mass which can withstand forces without disintigration, called brick masonary. Terminology: The surfaces of a brick have names: Top and bottom surfaces are beds. Ends are headers and header faces. Sides are stretchers or stretcher faces. Bricks are the subject of British Standard BS 3921. Brick Sizes A standard metric brick has coordinating dimensions of 225 x 112.5 x 75 mm (9''×4½" ×3“) called nominal size and working dimensions (actual dimensions) of 215 x 102.5 x 65 mm (8.5“ * 4 *2.5) called architectural size Brick Sizes Brick Sizes The coordinating dimensions are a measure of the physical space taken up by a brick together with the mortar required on one bed , one header face and one stretcher face. The working dimensions are the sizes to which manufacturers will try to make the bricks. Methods of manufacture for many units and components are such that the final piece is not quite the size expected but it can fall within the defined limits. This can be due to the things like shrinkage, distortion when drying out, firing etc. The difference between the working and coordinating dimensions of a brick is 10mm (0.5“)and this difference is taken up with the layer of mortar into which the bricks are pressed when laying.
    [Show full text]
  • Wall Tiling Installation Guide
    Wall Tiling Installation Guide February 2017 1 Important Notes 3 Internal Wall Substrates 4-5 Planning 6 General Information 7-8 Installing: Glass tiles. 9-11 Glass tiles with Painted backs & Protective Layers. Installing: Installing Glass Mosaics. 12-15 Installing Glass & Slate Mosaics. Installing Crackle Glaze tiles. 16-17 Installing Glazed Ceramic & Porcelain tiles. 18-19 Installing Mother of Pearl. 20-21 Installing Floor tiles on a wall. 21 Product Notes. 22 Glossary. 22 Substrate Preparation Guide. 23 Tile Essentials Product Selector – Glazed Wall Tiles. 24-26 Tile Essentials Product Selector – Stone / Slate / Mother of Pearl. 27-28 Tile Essential Product Selector – Glass Wall Tiles. 29-30 Tile Essential Product Selector – Floor Tiles. 30 Sealants and Finishes. 31 2 Important Notes The purpose of this booklet is to outline the basic principles of installing Fired Earth wall tiles. This is intended as a guide, we would always recommend you refer to British Standard BS 5385 Wall and Floor Tiling for more detailed technical information. Prior to installation please ensure the tiles purchased are suitable for the application and thoroughly inspected. Ensure your tiler is aware of the expected finish of the tiles and there are sufficient tiles for the area. The tiles must be well shuffled by drawing tiles from all the boxes. Dry lay an area in suitable light as a final check before installation. For further information or if any doubt exists, please telephone our Technical Department for advice prior to commencing any tiling. Fired Earth have tested our range of adhesives, grout and sealants to ensure compatibility with all of our tiles (see our Product Selector on pages 25 to 31).
    [Show full text]
  • The Abey Brickie's Guide
    The Abey Brickie’s Guide Aussie Made for Aussie Trades abeytrade.com.au In the beginning there was Man… Then the Wife arrived and wanted a new solid brick home to live in – complete with all the mod cons. They included a solid brick garage, an ensuite, powder room, toilet, bathroom with hot and cold running water, shower and spa, an open, exposed brick fireplace in the lounge room, a deluxe modern kitchen, dishwasher, triple bowl sink and mixer tap, laundry with water saver washer, outside hot and cold tap to wash the dog, a swimming pool with brick paving and fencing for when the kids arrive, with an outdoor shower and some rainwater tanks, grey water recycling system and a reticulation watering system for the manicured gardens with a small water feature, bricked in courtyard with bricked in BBQ and feature wall area… Then came the Brickie The Abey Brickie’s Guide abeytrade.com.au 3 Contents Introduction 6 This Brickies Guide has been developed to assist brick Brickie’s Etiquette 7 layers, builders, architects and specifiers in selecting Learning from Our Past 8 and using Abey’s complete range of masonry Corrosion Zones 10 products. Abey is a wholly owned, third generation, Masonry Veneer Construction 12 Australian family company. All Abey masonry Sheriff Veneer Ties 14 products are proudly Australian made in Australia Brick Tie Spacings for Veneer Construction 15 to conform to Australian Building Standards and Sheriff Veneer Ties 16 conditions. For over 50 years, Abey have been the Tremor Veneer Ties 18 leaders and innovators in masonry brick ties.
    [Show full text]
  • SP 20 (1991): Handbook on Masonry Design and Construction [CED 13: Building Construction Practices Including Painting, Varnishing and Allied Finishing]
    इंटरनेट मानक Disclosure to Promote the Right To Information Whereas the Parliament of India has set out to provide a practical regime of right to information for citizens to secure access to information under the control of public authorities, in order to promote transparency and accountability in the working of every public authority, and whereas the attached publication of the Bureau of Indian Standards is of particular interest to the public, particularly disadvantaged communities and those engaged in the pursuit of education and knowledge, the attached public safety standard is made available to promote the timely dissemination of this information in an accurate manner to the public. “जान का अधकार, जी का अधकार” “परा को छोड न 5 तरफ” Mazdoor Kisan Shakti Sangathan Jawaharlal Nehru “The Right to Information, The Right to Live” “Step Out From the Old to the New” SP 20 (1991): Handbook on Masonry Design and Construction [CED 13: Building Construction Practices including Painting, Varnishing and Allied Finishing] “ान $ एक न भारत का नमण” Satyanarayan Gangaram Pitroda “Invent a New India Using Knowledge” “ान एक ऐसा खजाना > जो कभी चराया नह जा सकताह ै”ै Bhartṛhari—Nītiśatakam “Knowledge is such a treasure which cannot be stolen” HANDBOOK ON MASONRY DESIGN AND CONSTRUCTION (First Revision) BUREAU OF INDIAN STANDARDS MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG NEW DELHI 110002 SP 20(S&T) : 1991 FIRST PUBLISHED NOVEMBER 1981 FIRST REVISION MARCH 1991 0 BUREAU OF INDIAN STANDARDS 1991 UDC 693 ISBN 81-7061-029-X PRICE Rs 200.00 PRINTED IN INDlA AT KAPOOR ART PRESS, A3813 MAYAPURI, NEW DELHI AND PUBLISHED BY BUREAU OF INDIAN STANDARDS, NEW DELHI 110002 .
    [Show full text]
  • Characterisation and Consolidation of Historical Lime Mortars in Cultural Heritage Buildings and Associated Structures in East Africa
    Characterisation and Consolidation of Historical Lime Mortars in Cultural Heritage Buildings and Associated Structures in East Africa Athuman M. K. Ngoma TRIKA-BKN. Bulletin 101, 2009 ISSN 1103-4270 ISRN KTH/BKN/B--101--SE Doctoral Thesis The Artichoke At first glance it seems unappetizing, even forbidding, with the meagre edible matter in its hard exterior. The reward, however, comes in taking it apart, devouring it leaf by leaf. Its leaves slowly become more tender and tastier, until you arrive at the succulent heart. ii ABSTRACT ...........................................................................................................................viii PREFACE ................................................................................................................................ix ACKNOWLEDGEMENTS..................................................................................................... x CHAPTER ONE: INTRODUCTION .................................................................................... 1 1.1 Background and Problem Identification .................................................................... 1 1.2 Restoration of Historical Structure............................................................................. 3 1.3 Objectives, Limitations and Method .......................................................................... 3 CHAPTER TWO: MORTAR AND MORTAR DAMAGE................................................. 5 2.1 Introduction ...............................................................................................................
    [Show full text]
  • Brickwork and Modern Methods of Construction
    January 2020 BRICKWORK AND MODERN METHODS OF CONSTRUCTION Brick Development Association www.brick.org.uk BRICKWORK & MMC 2 Contents Page INTRODUCTION 03 MMC DEFINITIONS 04 HISTORY OF BRICKWORK MMC 05 SLIP PANEL SYSTEMS - INDIVIDUAL SLIPS 06 - PANEL SYSTEMS 07 - RAIL AND TILE 08 PRECAST CONCRETE 09 PRE FABRICATED COMPONENTS 10 ROBOTICS 11 DESIGN & SPECIFICATION 12 REFERENCES AND FURTHER READING 15 SEVERELYBRICKWORK EXPOSED & MMC BRICKWORK 3 INTRODUCTION In construction there is a continuous desire to build projects to a higher quality, on a shorter timescale and at a reduced cost. The government's Construction Sector Deal challenges the industry to reduce construction cost by 1/3 and construction time by 1/2, whilst improving quality. One of the key drivers identified to achieve these targets is the development and expansion of Modern Methods of Construction. Brick manufacturers have been at the forefront of developing MMC systems for several years. Clay brick has undergone a dramatic transformation during the 20th century. From solid wall construction to the modern cavity wall, with improved levels of insulation and reduced water penetration. CAUTION REQUIRED The sector needs to be mindful that during the push for quicker and cheaper we don't compromise the quality of what is built, as has happened with previous attempts to develop MMC. One of the principal benefits of hand laid clay brick is that it has a very long history of quality performance with a large and proven supply chain. Assessing when it is appropriate to use a MMC system, to gain maximum Traditional solid wall construction benefits, has historically been a complex issue.
    [Show full text]
  • Retrofit Helical Wall Ties and Reinforcements for Seismic Upgrades Seismic Upgrades
    Retrofit Helical Wall Ties and Reinforcements for Seismic Upgrades Seismic Upgrades With earthquakes seeming to occur on with extensive independent testing, which an increasingly frequent basis around the have proved effective in maintaining and world, the need for improved structural restoring structural integrity to aged, performance, to protect the public from weathered and damaged masonry. harm and buildings from destruction, has been receiving far greater attention. These retrofit systems are now being extensively used in seismic areas to add It has become more important to find a strength and ductility to masonry cost-effective means of maintaining and elements when upgrading vulnerable upgrading buildings in order for them to buildings. better withstand the stresses of seismic activity. Seismically upgrading buildings is important for both safety and practical Helifix has an extensive range of reasons. Earthquakes cause major remedial ties, fixings and reinforcements, disruption and can lead to loss of life. developed through years of on-site Proactively using low cost Helifix retrofit application and experience combined systems may help manage seismic risk. Contents Seismic Upgrades ................................................2 Earthquakes and Masonry ..............................3 Seismic Upgrade Techniques ....................4-5 Summary of Testing ......................................6-7 2 Earthquakes and Masonry Earthquakes are a global phenomenon. As a popular and well-established Most occur at plate boundaries and
    [Show full text]
  • Superfixall My
    SUPERFIXALL MY HIGH STRENGTH CEMENT-BASED ADHESIVE KEY Features Performance Properties Typical properties conducted at 22oC and 50% RH – High bond strength Cementitious grey or white Appearance – No odour powder – Economical Wet Density approx. 1.55 g/cm3 – Easy to clean Mixing Ratio 6.5 to 7 litres of water – Non-toxic 25 kg powder – Easy to spread Pot Life 2 hours – Thick and thin bed applications Open Time 30 minutes Tensile Strength ≥ 0.5 MPa DESCRIPTION After Immersion ≥ 0.5 MPa Superfixall MY is normal cementitious adhesive with Heat Ageing ≥ 0.5 MPa extended open time. It is an exceptionally high strength Open time at 30 cement based adhesive developed to bond all types of ≥ 0.5 MPa minutes ceramic tiles. Ideal for bonding monocottura and fully vitrified tiles, as well as natural stone, marble, granite and mosaic tiles onto brickwork, cement render and MIXING concrete walls and floors. 25 kg of Superfixall MY powder requires approximately 6.5 to 7.0 litres of clean water. CLASSIFICATION / STANDARDS BS EN12004 CLASSIFICATION Add the measured amount of clean water into a clean C1 Normal Cementitious Adhesive container and gradually pour Superfixall MY into the E Adhesive with extended open time water while continuously mix using electric paddle mixer. Eliminate lumps. Mixed thoroughly until homogeneous, SUITABLE SUBSTRATES thick tooth paste consistency is obtained. Let it stand • Concrete for 2 minutes and mix again. The adhesive is now ready • Cement render to use. • Brickwork • Blockwork Superfixall MY can be used as two (2) part system especially for installation of difficult bonding tiles such as SUBstrate preparation mosaic, porcelain and vitrified tiles.
    [Show full text]
  • Review of Corrosion Resistance of Metal Components in Masonry Cladding on Buildings Maurenbrecher, A
    NRC Publications Archive Archives des publications du CNRC Review of Corrosion Resistance of Metal Components in Masonry Cladding on Buildings Maurenbrecher, A. H. P.; Brousseau, R. J. For the publisher’s version, please access the DOI link below./ Pour consulter la version de l’éditeur, utilisez le lien DOI ci-dessous. Publisher’s version / Version de l'éditeur: https://doi.org/10.4224/20375456 Internal Report (National Research Council of Canada. Institute for Research in Construction), 1993-02 NRC Publications Archive Record / Notice des Archives des publications du CNRC : https://nrc-publications.canada.ca/eng/view/object/?id=5d97d024-63ac-4916-825f-12d713931406 https://publications-cnrc.canada.ca/fra/voir/objet/?id=5d97d024-63ac-4916-825f-12d713931406 Access and use of this website and the material on it are subject to the Terms and Conditions set forth at https://nrc-publications.canada.ca/eng/copyright READ THESE TERMS AND CONDITIONS CAREFULLY BEFORE USING THIS WEBSITE. L’accès à ce site Web et l’utilisation de son contenu sont assujettis aux conditions présentées dans le site https://publications-cnrc.canada.ca/fra/droits LISEZ CES CONDITIONS ATTENTIVEMENT AVANT D’UTILISER CE SITE WEB. Questions? Contact the NRC Publications Archive team at [email protected]. If you wish to email the authors directly, please see the first page of the publication for their contact information. Vous avez des questions? Nous pouvons vous aider. Pour communiquer directement avec un auteur, consultez la première page de la revue dans laquelle son article a été publié afin de trouver ses coordonnées. Si vous n’arrivez pas à les repérer, communiquez avec nous à [email protected].
    [Show full text]
  • MASON (Building Constructor)
    CURRICULUM FOR THE TRADE OF MASON (Building Constructor) UNDER APPRENTICESHIP TRAINING SCHEME (ATS) GOVERNMENT OF INDIA MINISTRY OF SKILL DEVELOPMENT & ENTREPRENURESHIP DIRECTORATE GENERAL OF TRAINING 1 CONTENTS Sl. No. Topics Page No. 1. Acknowledgement 03 2. Background 04 – 05 2.1 Apprenticeship Training under Apprentice Act 1961 2.2 Changes in Industrial Scenario 2.3 Reformation 3. Rationale 06 4. Job roles: reference NCO 07 5. General Information 08 6. Course structure 09 – 10 7. Syllabus 11 – 27 7.1 Basic Training 7.1.1 Detail syllabus of Core Skill A. Block-I (Engg. drawing & W/ Cal. & Sc.) B. Block-II (Engg. drawing & W/ Cal. & Sc.) 7.1.2 Detail syllabus of Professional Skill & Professional Knowledge A. Block – I B. Block – II 7.1.3 Employability Skill 7.1.3.1 Syllabus of Employability skill A. Block – I B. Block – II 7.2 Practical Training (On-Job Training) 7.2.1 Broad Skill Component to be covered during on-job training. A. Block – I B. Block – II Assessment Standard 28 – 30 8.1 Assessment Guideline 8. 8.2 Final assessment-All India trade Test (Summative assessment) 9. Further Learning Pathways 31 2 10. Annexure-I – Tools & Equipment for Basic Training 32 – 35 11. Annexure-II – Infrastructure for On-Job Training 36 12. Annexure-III - Guidelines for Instructors & Paper setter 37 1. ACKNOWLEDGEMENT The DGT sincerely express appreciation for the contribution of the Industry, State Directorate, Trade Experts and all others who contributed in revising the curriculum. Special acknowledgement to the following industries/organizations who have contributed valuable inputs in revising the curricula through their expert members: 1.
    [Show full text]
  • Deliverable D 4.1 Specification for Laboratory Specimens and Testing
    NEW INTEGRATED KNOWLEDGE BASED NIKER APPROACHES TO THE PROTECTION OF CULTURAL Grant Agreement n° HERITAGE FROM EARTHQUAKE-INDUCED RISK 244123 Deliverable D 4.1 Specification for laboratory specimens and testing strategies on walls Due date: September 2010 Submission date: 15/09/2010 Issued by: BAM/ZRS WORKPACKAGE 4: Optimization of design for vertical elements Partners: UNIPD, ITAM, NTUA, POLIMI, UMINHO, UPC, CDCU, S&B, ZRS, MONU Leader: BAM PROJECT N°: 244123 ACRONYM: NIKER TITLE: New integrated knowledge based approaches to the protection of cultural heritage from earthquake-induced risk COORDINATOR: Università di Padova (Italy) START DATE: 01 January 2010 DURATION: 36 months INSTRUMENT: Collaborative Project Small or medium scale focused research project THEME: Environment (including Climate Change) Dissemination level: PU Rev: FIN NEW INTEGRATED KNOWLEDGE BASED NIKER APPROACHES TO THE PROTECTION OF CULTURAL Grant Agreement n° HERITAGE FROM EARTHQUAKE-INDUCED RISK 244123 INDEX 1 INTRODUCTION AND GOALS OF THE WORK PACKAGE ................................................... 1 2 VERTICAL ELEMENTS UNDER EARTHQUAKE LOAD ......................................................... 2 2.1 Material properties .............................................................................................................. 2 2.1.1 Masonry materials and masonry ..................................................................................... 2 2.1.2 Composite characteristics of masonry ...........................................................................
    [Show full text]
  • Modern Brickwork Highway Structures
    Modern Brickwork Highway Structures S. W. Garrity, University of Bradford, England Clay brickwork is set to reemerge as a major structural way structures such as earth retaining walls, short-span material with the growing emphasis on designing aesthet• arch bridges and bridge abutments, piers, parapets, and ically pleasing highway structures with low maintenance wingwalls. The following aspects of brickwork con• costs. This paper addresses the use of clay brickwork con• struction are considered: struction for new highway structures such as earth retain• 1. Critical review of existing brickwork highway ing walls, short-span arch bridges and bridge abutments, structures, piers, parapets, and wingwalls. The performance of exist• 2. Design requirements for new brickwork highway ing masonry structures is appraised, the principal design structures, requirements for new brickwork structures are identified, 3. Plain or unreinforced brickwork, and recent research and development is summarized. Two 4. Reinforced brickwork, recently completed bridges with major elements of struc• 5. Prestressed brickwork, and tural clay brickwork construction are described in brief. 6. Case studies of Foxcovert Road Bridge and Kim- bolton Butts Bridge. any of the canal and railway structures built EXISTING BRICKWORK HIGHWAY STRUCTURES in Britain during the eighteenth and nine• M teenth centuries, such as earth retaining walls, If highway and bridge engineers are to consider clay viaducts, arch bridges, and tunnel linings, were of un- brickwork for use as a structural material, they must reinforced clay brickwork construction. Although most develop modern designs that retain the benefits of old of these structures have been under very severe exposure forms of brickwork construction but overcome the lim• conditions for long periods, many are still in service.
    [Show full text]